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DISTANCES FROM SIDE STAKES; FOR. CROSS -SECTIONING <br />Roadway of any Width. Siduslopes V/- to 1. <br />in the opposite 7 undi�r'�Cuvor, ;I 163hif.'under 3 read 11.0, the distammout <br />below: <br />the <br />from aide stake at left. Also.:bpgasite llxat�,Tut'or Fill' and under .1 read 16.7, the <br />Slope Stake , 't- istanceFdUt froin;tho-side stake at right. <br />Side Stake <br />Grade.___ <br />enIJ6 <br />Sldo a <br />6 _Slope Stake <br />;DA, rjg-.-r_�cj' <br />L�l 1".2 1 <br />U <br />Distance out from Side or Shoulder'Stake <br />0 <br />0.0 <br />0.2 <br />0:3 <br />0.5 <br />0.6 <br />0.8 <br />'0 ". 9 - <br />': 1 <br />1.2 <br />1.4 <br />1 <br />1.5 <br />1.7 <br />1-8 <br />2.0 <br />2.1 <br />2-1 <br />�-__Af4 <br />gg6- <br />(2 <br />9� <br />W; <br />2, <br />3.0 <br />3.2 <br />3.3 <br />3.6- <br />3.6 <br />i�a 19 <br />�_-.4. le , <br />1 2, - <br />V, <br />2 <br />3 <br />4.5 <br />4.7 <br />4.8 <br />6:0 <br />5.1 <br />6.3" <br />6.4 <br />5.6 <br />5.7 <br />5.9 <br />3 <br />4 <br />6.0 <br />6.2 <br />6.3 <br />6.5, <br />6.6 <br />6.8 <br />6.9 <br />7.1 <br />7.2 <br />7.4. <br />4 <br />5 <br />7.5' <br />7.7 <br />7.8 <br />8.0,* <br />8.1 <br />8.3 <br />-8.4 <br />,8-6 <br />8.7 <br />A.9 <br />6 <br />9.0 <br />9:2 <br />- 9.3 <br />9.6 <br />9.6 <br />9.8 <br />`9.9,1'0.1 <br />10.2, <br />10.4 <br />T <br />-16.6' <br />10.7 <br />10.8* <br />11.0 <br />11.1 <br />11.3 <br />AfA <br />11.6 <br />11.7, <br />.11.9 <br />:7 <br />8: <br />`12:0 <br />12:2 <br />12.3 <br />12.5 <br />12.6 <br />12.8. <br />12.9• <br />°13.1 <br />13:2. <br />13.4 <br />8 <br />9 <br />-13.5 <br />13.7 <br />13.8 <br />14,0 <br />14.1 <br />14.3 <br />14.4 <br />14.6 <br />14.7 <br />14.9 <br />9 <br />10 <br />15ff <br />16.2 <br />-15.3 <br />15.6 <br />15.6 <br />15.8- <br />15.9 <br />16.1 <br />16.2 <br />16.4 <br />10 <br />11 <br />`-16:5 <br />'6 <br />16.7 <br />16.8 <br />17.0 <br />17.1 <br />17.3 <br />17.4 <br />17.6 <br />17.7 <br />17.9 <br />11 <br />12 <br />'18-0. <br />18.2.:18.3• <br />18.5 <br />18.6 <br />18.8 <br />18.9 <br />19.1 <br />19.2 <br />19:4: <br />12 <br />13 <br />'19.6 <br />19.7 <br />-19'8 <br />20.0 <br />20.1 <br />20.3 <br />20.4 <br />20.6 <br />20.7* <br />20.9 <br />:13 <br />14 <br />21.0' <br />21.2 <br />21.8 <br />21.61 <br />21.6 <br />21.8 <br />21.9 <br />22.1 <br />.22.2-.22;4 <br />14 <br />15 <br />-22.6: <br />22J <br />22-8 <br />23.0 <br />23.1 <br />23.8 <br />23.4 <br />-23.6 <br />23:7- <br />23.9 <br />'15 <br />16 <br />24.0 <br />24.2 <br />'24.3 <br />24:6 <br />24.6 <br />24�.8 <br />24:9' <br />25.1 <br />25'.2 <br />25.4 <br />16 <br />17 <br />25-5 <br />25.7 <br />25.8 <br />26-0 <br />26.1 <br />26:3 <br />26.4 <br />-26.6 <br />26.7' <br />,2 6.9 <br />17 <br />18 <br />27.0 <br />27.2 <br />27.3 <br />27.5 <br />27.6 <br />27.8 <br />27:9 <br />28.1 <br />28. <br />18 <br />19 <br />28.5 <br />28.7, <br />28.8 <br />29.0 <br />29.1 <br />29.3 <br />29.4 <br />'29.6 <br />.29.7,- <br />29.9: <br />-19 <br />20 <br />30.0 <br />30.2 <br />30.3 <br />30.5 <br />30.6 <br />30.8 <br />30.9 <br />31.1 <br />31.2 <br />31.4 <br />20 <br />21 <br />31.5 <br />31.7 <br />31.8 <br />32.0 <br />32.1 <br />32.3 <br />32.4 <br />32.6 <br />32.7' <br />32.9 <br />21 <br />22 <br />33.0' <br />33.2 <br />33.3 <br />33-6. <br />33.6 <br />33.8 <br />33.9 <br />34.1 <br />34.2 <br />34.4 <br />22 <br />:�3 <br />34.6 <br />34.7 <br />34.8 <br />35.0 <br />35.1 <br />36.3 <br />35.4 <br />35.6 <br />35.7 <br />36.9 <br />23 <br />24 <br />36.0 <br />36.2 <br />36.3 <br />36.5 <br />36.6 <br />36.8 <br />'36:9 <br />37.1 <br />37:2 <br />37.4 <br />24 <br />25 <br />37.6 <br />37.7 <br />37;8 <br />8 <br />38.0 <br />88.1 <br />38.3 <br />38.4 <br />38.6 <br />38.7 <br />38.9 <br />25 <br />26 <br />39.0 <br />39.2 <br />39,3 <br />39.5 <br />39.6 <br />39.8. <br />36.9 <br />40.1 <br />40.2 <br />40.4, <br />26 <br />27 <br />-40.6 <br />-40.7 <br />40.8 <br />41.0 <br />41.1 <br />41.3 <br />41.4 <br />41.6, <br />41.7 <br />41.9' <br />27 <br />28 <br />42.0 <br />42.3 <br />42.5 <br />42.6 <br />42.8 <br />42.'.9 <br />43.1 <br />43.2 <br />43.41 <br />28 <br />29 <br />43.6 <br />.42.2 <br />43.7 <br />43.8 <br />44.0 <br />44.1 <br />44.3 <br />44,4 <br />44.6 <br />44.7 <br />44.9' <br />29 <br />30 <br />45.0. <br />45.2 <br />45:3 <br />45.5 <br />45.6 <br />45.8 <br />45.9 <br />46.1 <br />46.2 <br />46.4; <br />30 <br />31 <br />46.6 <br />46.7 <br />46.8 <br />47.0 <br />47.1 <br />47.3 <br />'47.4 <br />47.6 <br />47.7 <br />47.9 <br />31 <br />32 <br />48.0 <br />48.2 <br />48.3 <br />48.5 <br />48.6 <br />48.8 <br />48.9 <br />49.1 <br />49.2 <br />49.41 <br />32 <br />33" <br />49,6 <br />-0-7 <br />49.8 <br />50.0 <br />50.1., <br />: 60.3 <br />50'.4' <br />60.6 <br />50.7 <br />50.9- <br />33 <br />34 <br />51.0 <br />51.2 <br />51.3 <br />51:5 <br />51.6 <br />51-.8 <br />5t.9,,52.1 <br />52.2 <br />52.4 <br />34 <br />35 <br />52.5 <br />52.7 <br />52.8 <br />.53.0 <br />53'1 <br />53.3 <br />5 4A-53.6- <br />1 <br />59.7 <br />53.9 <br />35 <br />3 6 <br />54.0 <br />4.2 <br />54 .3 <br />54.5 <br />�5�,G <br />5 4- <br />5 9 <br />X5,4:9 <br />�4 <br />;55.1' <br />'6 <br />55.4 <br />36 <br />37 <br />55.6 <br />55.7 <br />55.8 <br />56.0 <br />66.1 <br />56*3v <br />56 <br />'56.6 <br />56:7 <br />56.9 <br />37 <br />38 <br />57.0 <br />57.2 <br />67.3 <br />57.5 <br />57.6 <br />57-8".57.9 <br />;58.1 <br />68.2 <br />58.4 <br />38 <br />39 <br />58.6 <br />58.7 <br />58.8 <br />59.0 <br />59.1 <br />59.3 <br />59.4 <br />69.6 <br />59:7. <br />59.9 <br />39 <br />40 <br />60.0 <br />60.2 <br />1 60.3 <br />1 60.5 <br />60.6 <br />1 60.8 <br />[ 66.9 <br />1 61-11 <br />61.2 <br />161.4- <br />40 <br />r- r-- Tahlas see end of book. <br />;DA, rjg-.-r_�cj' <br />SUgYEYORS deF I C. e <br />-;--RETURN <br />7: <br />V, <br />Q., <br />A_ <br />%; <br />The pi'pif"in, thi,(LEA is made <br />of 50% bigh.4gr;Lde rag stock with <br />�,WATER RESISTING', surface, qj=Pg,, <br />